An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation

Detalhes bibliográficos
Autor(a) principal: Godinho
Data de Publicação: 2014
Outros Autores: Dias-da-Costa, Valença, Areias, P.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10174/13705
Resumo: In recent years, techniques for monitoring displacements and surface strains in laboratorial tests have been introduced. Some of those methods are based on photogrammetry and image post-processing, allowing both displacement and strain fields to be monitored at a significant number of target points at any stage. This manuscript aims at contributing by proposing a simple and comprehensive approach for monitoring experimental tests using photogrammetry. An innovative strategy is introduced to efficiently recover the strain fields at the surface of a loaded specimen. This technique is based on a meshless approach and does not require any triangulation of data points. In this approach, shape functions are constructed from radial basis function interpolation in local subdomains, for which different numbers of data points may be included. To allow accounting for the presence of generic geometries, which may include concavities or convexities, the selection of interpolating points is performed considering a line-of-sight algorithm, avoiding inappropriate selection of neighbouring points. A number of practical examples are here presented for different concrete specimens tested in the laboratory. The presented results indicate that the proposed method can provide smooth strain fields, which allow an easy identification of microcracking development at early stages of loading.
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spelling An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless InterpolationIn recent years, techniques for monitoring displacements and surface strains in laboratorial tests have been introduced. Some of those methods are based on photogrammetry and image post-processing, allowing both displacement and strain fields to be monitored at a significant number of target points at any stage. This manuscript aims at contributing by proposing a simple and comprehensive approach for monitoring experimental tests using photogrammetry. An innovative strategy is introduced to efficiently recover the strain fields at the surface of a loaded specimen. This technique is based on a meshless approach and does not require any triangulation of data points. In this approach, shape functions are constructed from radial basis function interpolation in local subdomains, for which different numbers of data points may be included. To allow accounting for the presence of generic geometries, which may include concavities or convexities, the selection of interpolating points is performed considering a line-of-sight algorithm, avoiding inappropriate selection of neighbouring points. A number of practical examples are here presented for different concrete specimens tested in the laboratory. The presented results indicate that the proposed method can provide smooth strain fields, which allow an easy identification of microcracking development at early stages of loading.Wiley2015-03-27T14:42:11Z2015-03-272014-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10174/13705http://hdl.handle.net/10174/13705enghttp://www.sciencedirect.com/science/article/pii/S0167844214000846ndndndpmaa@uevora.pt450GodinhoDias-da-CostaValençaAreias, P.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-01-03T18:59:34Zoai:dspace.uevora.pt:10174/13705Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:07:10.380375Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
title An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
spellingShingle An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
Godinho
title_short An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
title_full An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
title_fullStr An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
title_full_unstemmed An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
title_sort An Efficient Technique for Surface Strain Recovery from Photogrammetric Data using Meshless Interpolation
author Godinho
author_facet Godinho
Dias-da-Costa
Valença
Areias, P.
author_role author
author2 Dias-da-Costa
Valença
Areias, P.
author2_role author
author
author
dc.contributor.author.fl_str_mv Godinho
Dias-da-Costa
Valença
Areias, P.
description In recent years, techniques for monitoring displacements and surface strains in laboratorial tests have been introduced. Some of those methods are based on photogrammetry and image post-processing, allowing both displacement and strain fields to be monitored at a significant number of target points at any stage. This manuscript aims at contributing by proposing a simple and comprehensive approach for monitoring experimental tests using photogrammetry. An innovative strategy is introduced to efficiently recover the strain fields at the surface of a loaded specimen. This technique is based on a meshless approach and does not require any triangulation of data points. In this approach, shape functions are constructed from radial basis function interpolation in local subdomains, for which different numbers of data points may be included. To allow accounting for the presence of generic geometries, which may include concavities or convexities, the selection of interpolating points is performed considering a line-of-sight algorithm, avoiding inappropriate selection of neighbouring points. A number of practical examples are here presented for different concrete specimens tested in the laboratory. The presented results indicate that the proposed method can provide smooth strain fields, which allow an easy identification of microcracking development at early stages of loading.
publishDate 2014
dc.date.none.fl_str_mv 2014-01-01T00:00:00Z
2015-03-27T14:42:11Z
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